Present and future of the numerical methods in buildings and infrastructures areas of biosystems engineering

被引:12
作者
Ayuga, Francisco [1 ]
机构
[1] Univ Politecn Madrid, BPIREE Res Grp, Madrid, Spain
关键词
numerical methods; finite and discrete element method; computer fluids dynamics; agricultural buildings; rural infrastructures;
D O I
10.4081/jae.2015.436
中图分类号
S2 [农业工程];
学科分类号
0828 [农业工程];
摘要
Biosystem engineering is a discipline resulting from the evolution of the traditional agricultural engineering to include new engineering challenges related with biological systems, from the cell to the environment. Modern buildings and infrastructures are needed to satisfy crop and animal production demands. In this paper a review on the status of numerical methods applied to solve engineering problems in the field of buildings and infrastructures in biosystem engineering is presented. The history and basic background of the finite element method is presented. This is the first numerical method implemented and also the more developed one. The history and background of other two more recent methods, with practical applications, the computer fluids dynamics and the discrete element method are also presented. Besides, a review on the scientific and professional applications on the field of buildings and infrastructures for biosystem engineering needs is presented. Today we can simulate engineering problems with solids, engineering problems with fluids and engineering problems with particles and get to practical solutions faster and cheaper than in the past. The paper encourages young engineers and researchers to make progress these tools and their engineering applications. The capacities of all numerical methods in their present development status go beyond the present practical applications. There is a broad field to work on it.
引用
收藏
页码:1 / 12
页数:12
相关论文
共 129 条
[1]
THE POST-PROCESSING APPROACH IN THE FINITE-ELEMENT METHOD .2. THE CALCULATION OF STRESS INTENSITY FACTORS [J].
BABUSKA, I ;
MILLER, A .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1984, 20 (06) :1111-1129
[2]
THE POST-PROCESSING APPROACH IN THE FINITE-ELEMENT METHOD .3. A POSTERIORI ERROR-ESTIMATES AND ADAPTIVE MESH SELECTION [J].
BABUSKA, I ;
MILLER, A .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1984, 20 (12) :2311-2324
[4]
Analysis and DEM simulation of granular material flow patterns in hopper models of different shapes [J].
Balevicius, R. ;
Kacianauskas, R. ;
Mroz, Z. ;
Sielamowicz, I. .
ADVANCED POWDER TECHNOLOGY, 2011, 22 (02) :226-235
[5]
BANK RE, 1981, MATH COMPUT, V36, P35, DOI 10.1090/S0025-5718-1981-0595040-2
[6]
Prediction of bending load capacity of timber beams using a finite element method simulation of knots and grain deviation [J].
Bano, V. ;
Arriaga, F. ;
Soilan, A. ;
Guaita, M. .
BIOSYSTEMS ENGINEERING, 2011, 109 (04) :241-249
[7]
Computational fluid dynamics applications to improve crop production systems [J].
Bartzanas, T. ;
Kacira, M. ;
Zhu, H. ;
Karmakar, S. ;
Tamimi, E. ;
Katsoulas, N. ;
Lee, In Bok ;
Kittas, C. .
COMPUTERS AND ELECTRONICS IN AGRICULTURE, 2013, 93 :151-167
[8]
Post-buckling analysis of thin-walled steel frames using generalised beam theory (GBT) [J].
Basaglia, Cilmar ;
Camotim, Dinar ;
Silvestre, Nuno .
THIN-WALLED STRUCTURES, 2013, 62 :229-242
[9]
Bathe K. J., 1976, NUMERICAL METHODS FI
[10]
Investigation of geotextile-soil interaction under a cyclic vertical load using the discrete element method [J].
Bhandari, Anil ;
Han, Jie .
GEOTEXTILES AND GEOMEMBRANES, 2010, 28 (01) :33-43